caneng2002
Civil/Environmental
- Aug 15, 2002
- 35
I have a design for a potable water system using pvc sched 40 solvent welded pipe.
ASME B31.3 page 104 A345.4.2 reference test pressure of 1.5 times design pressure.
Design pressure is about 100 psi based on the pump supply curve. The downstream distribution system has pressure reducers as required for end user.
A 10" pvc sch 40 max pressure at 73 F is 140 psi (IPEX cat). IPEX may not be using the correct terminology here but I am interpreting max pressure as max sustained pressure and not burst pressure.
1.5 x 100 psi is 150 psi.
My question is I seem to recall but can't find a reference that says I can do a one off hydrostatic test over the max pipe pressure.
Comments appreciated
ASME B31.3 page 104 A345.4.2 reference test pressure of 1.5 times design pressure.
Design pressure is about 100 psi based on the pump supply curve. The downstream distribution system has pressure reducers as required for end user.
A 10" pvc sch 40 max pressure at 73 F is 140 psi (IPEX cat). IPEX may not be using the correct terminology here but I am interpreting max pressure as max sustained pressure and not burst pressure.
1.5 x 100 psi is 150 psi.
My question is I seem to recall but can't find a reference that says I can do a one off hydrostatic test over the max pipe pressure.
Comments appreciated